HomeMy WebLinkAboutJ 1967.pdfINDEX OF SHEETS
} SHEET NO. I TITLE
SHEET NO.2-3 TYPICAL CROSS SECTIONS
,SHEET NO.O 931ESTiMATE OF QUANTITIES
ISHEET 40. 3A MISCELLANEOUS QUANTITIES
SHEET 40. a RXP T OF WAY PLAT
try SHEET 40. 5-7 PLEB AND PROFILE STA. 29+00 TO STA. 14x00
kSHEET NO.B-B3ID .RSTAARD DETAILS
I;„I '$MEET NO - DRAINAGE STRUCTURES
�>.EET MCi 9-M5 CROSS SECTIONS
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o�
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aFa&
LeNG
N
1
PLAN AND PROFILE OF PROPOSED
WEST COUNTY LINE- SOMERSET
(INTERSECTION J
i
WITH S.TH.35)
•
A
` rltiw t lw. iqq re.
3 CAL.i9 FROeIGC MPR, / Irv. « fC4 RT. YpRT, f tM. ® tP ®P'.
�CROSf S[CPION[NgR.IfM.—IQFf. YIRF.f IN.^YOR,
FsaS"9. 9 C� E.0 CENTER OF SEC. 22,
T-30-N,R-20 W. I R-20-IN R-0-N
STA.0+11.3 PROD. T028-2021
EAST ABUTMENT OF THE SL CRGX RPJER BRIDGE
R-IR-W
r '
END PROD. AFE 55-1740
L'ILL' [' E " fham^ STA z50+00 Rx STA" 250 PROJ. FA.B"400-8
1332'W S 499'S. OF THE N.E. COR..
jP G OFSEC,T, T-30-N, R-14^'N.
T-30-N
BEG.. PROJECT T028.2i22) " t
STA. 29b00 HL'D SON R ' .-
460' S ANO 353* W OF THE W. 1l4
COP. SEC. 22, T-30-N,R-20-W
ATE IRE. ,.,....._..... .s. v.w
CULVERTS IN PLACE_........-..y.]CJII]mc':gq
..
SMTY LRIE_-....,,..... _. _.......�,.®®....�.
CULVERTS REOWRED......,..
OR RANGE. LINE..
_..�
-. .—.��._.
DROP INLET...
CTIpN LINE__ ...,,.. _._,.... .�,.
POWER POLE ... _...
.....
W RIGHT OF WAY LINE...
TELEPHONE OR TELEGRAPH
POLE 0
E3ENT RIGHT Of WAY LINE
RIGHT OF WAY MARKERS,,,,-
RE FENCE WOVEN
REFERENCE STAKE FOR HUGS ONLY ivi—!n
AARRED ... .�... ®.
MARSH .......al ...
"` • > a •i
- ..
0
T LINE.-, _------ ...._
HEDGE
,.
t
RPORATiTS
E OR.CITT LIMITS_ -"'--''
..._.
TREES ...... ......
tf.
.. as ,4 ..F
®
pPERTT LINE
IAVELED WAY OR P E ". .'__a c==
GROUND ELEVATION. .....
w
A
P{ttg
IFE OR SURVEY LINE .,..
GRADE ELEVATION...
LAYOUT
SCALE x
RILES
e
TOTAL NET LENGTH OF CENTERLINE
TOTAL NET LENGTH OF CENTERLINE
AFE
-,_
< f AR�N
T-2"
12 I
IN m p ;l Ex
AF
+*1 LrF'^ Rotxibv tl 9F ..
O.47P Mt. 7029-2t221
t3 MI, AFE 55-1740
1.60R MP.
IOU
55.1
28.2
2f.22
v 55.0
28.2
31.. 67 wls.
ADT 1965
6090
ACT 1985
12l80
DHV
SIC
D
60/40
T
5%
V
65 M.PH.
CONTROL OF ACCESS
WITHIN THE LIMITS OF THE PROJECT, WHERE
CONTROL OF ACCESS IS SHOWN THUS:
NO ACCESS IS PERMITTED TO THE STATE TRUNK
HIGHWAY TRAFFIC LANES.
co . ww. oww
naecmv n n^n nm•o c
a..•? .
S L ,
".r
c
a
i
CHORD DEF_
-
CURVE DATA
Pr Pt. 20L4055
ago
ze<9 L' az:
g
0 5' 00'
,
T P155.. 66'
L i809 33'
ft t446. 28°
I
W
i
u?
wu,
ST CP_C,z
�I
i
-
tll1"LTF'
oRIvE .v rq,
v
DN1 CF HG
_
THEATRE
oL
99ZAC
`�TYP4 iv9
RENAINING
i� S
cola
Tne
ra 28 -2(22 ), ETA
9Y9663 DIV JOB
�Ks m`7i
�P.
pC zv
1
GR
7162 C R„Yz: Y'.Yv
p
®�tT
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f
fQ-IF
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tp'
9 O
aI
BEG RELOC ORDER .
%PaOJ. T028 P,'U
P?rA. 354 Fob8 PROD. PAR 399(5)
fr
5H � 3iry`
--no
C'P RD DEF'.
CURIE D.^.7A
PI 64 -4O.EO
AD 2ca'02°
a 19 0$
`- -- D 4'CO'
357 7'
L 7COa'
R 1432 6 8
cpovrr IPbai�
r_. dr,ry nCaEF E'a:
a
rllY
A
erC4 0n
4nI
SEf x
G q r e'FMERA,
UrVii:GN
NVYnF1E
GItF
4
551
28-2
21,22
4,P
e �'sr nay.eer
TOZ8 Z.(22)
LEGEND
�'.1'111A1W:
'f sUrES
'�6 xpr, F.55
NOTE
BEARutGS "Ca' pv LN:S .^[zi zqE tHE ":EARE.5F PRVE 3EARSG4 GF e'xCR isvCEryf
ra r'NE u:wttFE.
--'. 'I�HWAY CCA!M7SSION OF WI$CONSIN
PLAT OF RIGHT OF WAY REQUIRED
PROJECT T 028-2(22)
WEST CO. LINE _ SOMERSET ROAD
S.T.H. 64 ST, CROIX COUNTY
SCALE
�ff9 zoo a,r
recr eaarEa �z°+ 24. 1957
.. STA 0. --
' STA, 30+10 LT. STA. 35+00"A" 8+86 "' ..
CO2NST T2 CRD P CONN,IA4NOR} CONST PE, CURVE DATA CURVE DATA _ "-"�- CONi-iB, TAR€
1- 4 X 3 RPI 33190 94 P1EP LINE "e 391.02.44• a • 2APRON ENOWAQL� REO`D.
11_....,^ T428 2(22)
'` ''• A 6 12- 55"" 15" a 15° OR 45' "n�marvr
D - 30 LT D 3- 00 LT REs : « + •A•
2 f( STA 4I 50
•' ,. �. � 8 `�•^„ v/ ' T 259.52` T 254.C9' I • CONST: SD. RD.GONN.(MINOR} ^'
O ^. Q. _._. I, M' X 44^ C.P REQ`D.
:G. PROJ. T028-2t22} „r'' (^� .. —.. - `% L 5 t8. 83' L 505.41" 2 APRON ENDWALLS REQ`@.
STA. 29+00 /r 291.83' R 1909.66' _.
4
rEvs 5 R 2
n (
a
x
TIPF CLUE
4 ^x,l PT 40+56 16 TaH 35 x! 3 S
STA. 31+I- n y �l
4 o-.- ""'^•.,,.b P4C 34 +9071 1L 8 t -+ REMOVE 1-24°x80' C.M,C.P
n
ry
P 0. T �'- '� �a4 C"a R V E UA'A ~ �'"'^.. ` -.� . 35
339+73,25 .a , r _. __.___.. ,.
'0 PT, 3�7+CI308
40. 48` i3' z, ";� ,d " ! �-"_ '---._ _.. �_.--... _ _ _ T
OC,
T t18.39` 40
PC 34+21.26 �.-1. JI� EF "~ .`M. _ _ �6
L 2,26.69' seal ss.'Se_, 5 r L/M' _� -__ ^+' ie,`4.,—,�,__ .tz.
\\ N 4- 37` W
KIN w �'J R 31831' �2Rc 'fit 8 _ —__ V o
,,,� EQF � R.AP PT 5 d
R
o S -
i+ � - ENa ..
V �"` DEG CONST. �! ,� C ,.''YF` sz .�� - - 12"
C�,—..__..._. PG. 338+24aT s - -_ -s .... - iz'
STA 3.
40
s _
TAPER9
>l _" _
P R GE
^r..l:sa Rr .i
j p..�
1
---fi
CURVE DATA
a a
� Rr
— „ �>
( pNu � Oti L�R�
pg. R]p PT 1 ,,S
.,..=.�.:_ ......,. _. _n' Rr Ao REF. LINE B ly s1�Y11^l4`t`z', oml�®Y -
- sao <sz rR. ! aa,xs'RT Pt. 37+07.85 `
xa I ,_,. ,. -
i
Q . a' 4 28-05'tl�� M ���
0 5.OQ LT. i� -"'l6 ♦ a
I
x T 286"59, I BENCH MARKS S 4't- STA.. 41+65'B"
HT OF CURB , L. 58L67' 9TA. 39+Oa°B' N CON'ST PE
y ' - "-� 14T OFE URD STA. 339+50 CON'ST. RE, t DESCRIPTION ELEV. 1-18"X40'CP REQ'D
- 6"T00 IN 10' r CONST P.E 1 34+6Q MR OF WELL CASNO !B LT 267,25 2APRON ENDWALLS RE(
NET LENGTH OF CENTERLINE STA. 29+04 TO STA. 2+00 • 1324.88 FT. " R 1145 92 .
R LiN B
'
4�
(._.._ f ITl�TTOH TiINI
ji STA 338t85 STH. 35
REF
1-18- I6 CIF R QDd... _...._..k,-..
pp t t o
r V
-
4 '
_..
o m _._._ ¢ c - -- - -
-- __E—_ aL—. � 4P ._.- tm---�-- p. . � R..�
.�.. , .. ._ [".-- . ( _ N N ^ N , N .L .-�_____ 3 "'"-61"_ "_"` i♦ t ,
35 8 .
nt �7 9 �'n E(KE wr 1
3v
30 1 _ 2 .
_ 27a
8 ',. - -=
-t
_ ..._ u - .� .-. - . RE , LINE; A` T.itw a �`738
. .. { I( -. i- - E%C 77C.Y. C'
». T.R, 35 ° 348kL3s� NN. a
6 61L
`pq
I-
t —.SYA.� +6 1 FOR yN _.—..-
.. STH. 64 219v
29 0 C.Y. F' I111 4'CP REQA �3�i0
1. - PE 535 _ 8_.- C . -__ !._. .....-__[� ..... 1.. -.-_. _ .. .. -
,:.. RE USE "a 3fk
trtr I f _ f STE" I
l
_
17 TRnN4iTfq t .OtSAF 1
314'9 _..:IL
i
ST e'X52' C.P REO°D 260
�.. me �� � � .ux E:QUATICN �
« 3 I
4
w
C 1 _--- --
i APRONS END WALLS R EO'D 1-18"X24CP REQ'o CONST PE, CONST, TN. RD, CONN,
2 APRON ENDWALLS REO'D 1-18'X24' CP REO'D
STA 44-40 LT WALLS REO'D REF LINE 'A' T028-2(22)
PI 11 + 28 67
2 APRON END- CURVE DATA S*N pp
CONST PE,
f-W`X 24'C P FEUD
a Ir 32' 29, PO,T 2 APRON ENOWALLS REQ�D L
D 4',IO'RT An , 4+6525
T 12 8,6 7' 1A p t
L 256 46' PO.T
R 1273,24' 29 +35,45
1 'i of c iiST
PI-36f 9 I�H
4P03736+ ffi a, 2W228srk
0
N
Q/^h..—...®.... ®_.w Q6 \k gv ry�..a Ohm �SmV r"' ',.
/Q
00 6
W�
irlr
------ qA�
P� 3'��Q PR�61 �F-a-2S-Tl
z 6�
la M2 2
ccq
S..E2 FF-
. 14
4A, 00 PI. f0+583i 0
13' 48' Of' S? Nl-
W/N
CURVE DATA
REF LINE "C"0
D 700 ' FITa. A. !IT
T 990,155'
L 197,0
R 8t8 51'
STA. 2"S RT ZE END PROD. T028-2(22) ATZG194 25
CONST PE, STA. 4f4O RT
I CONST PE. STA 5+00 FIT STA 14+00 ALIGNMENT DIAGRAM Pnj 6 rCU-1-221
_18R X 40'C,P C STA. 7+20 RT MT SPA-' TO SCALE Cw.T OATA CU�E 6�
2 APRON ENDWALLS REO'D I- 18'X 40' C P REO'D ONST, PE CONST PE. STA. 9+50 N 20+4055 P, 20�40 11
2 APRON ENDWALLS FEUD 1-18-X22� CP REVO STA. 10+65 A 09- 3z
2 APRON ENOWALLS REQ'D I- 18'X40' C P REO'D CONST RE E19;.41.1: a �28,
2 APRON ENOWALLS REQ�D CONST RE 5-00' D 5-Cd
T 52 — , T 115566
L S'
�SC9�3'
NET LENGTH
OF CENTER LINE STA. 2+00 -0 STA, 14+00. 'C�89 FT.
111
1 7
7�
_7 -- ------
20 '10+
71
sr P REa G
Tc 10- BOW
4%
7 --- - ---- I
0
0